Bridge DWG Detail for AutoCAD

Bridge DWG Detail for AutoCAD

design of beams and retaining walls for bridge – cutting and details

Drawing labels, details, and other text information extracted from the CAD file (Translated from Spanish):

location bridge, river rusio, projected way, bridge, suspension, a gacheta, san pedro, dam, guavio, distance puete a, a ubala, free light, bed river, rock, solid, to insp. p., white, cut a-a, plant reinforcement wall, and fins at half h., front view, gabions, double p., cut in work, beam, wall anchor, filling comp., m.r. protection for, avoid undermining, claw, containment, general plant, concrete reinforcement, right wall, left wall, compacted filling, protection, concrete, armed, site excavation, depth according to, undermining, protection, projected cutting, municipality , ubala, cundinamarca, project:, design:, bridge, infrastructure, bases, abutments, fins, structure, and superstructure, contains, cuts, design walls, location gral., on rio chivor, location :, via the dam, white rocks , urban area, scale:, indicated, neca, drawing:, date, secretary, revision :, works, vb, plane, general location, elevation, structure, superstrict, curb, elevation, cross section, main beams, floor, face sup., face inf., plant, placement steel reinforcement plate, type c, drain pipes, on both sides, railing, tubular, cross section, main beams, section cc, section bb, section aa, placement and diameters of steel, beams on stirrups, beams and n thirds, of light, type s, stirrups or strips, in main beams, in beams on stirrups, in beams in thirds, in curbs, quantities of work, description, unit, concrete with, reinforcement of high ., total, cant., concrete for, guard wheel, handrail rail, galvanized, cutting, type, figuration, length, weight, work, placement and diameters, steel, cutting, detail beams, detail stirrups

Raw text data extracted from CAD file:

\A1;0.70 \A1;0.30 \A1;4.00 \A1;0.50 \A1;3.50 \A1;0.15 \A1;1.00 \A1;2.00 \A1;2.00 \A1;1.0 \A1;4.00 UBICACION PUENTE RIO RUSIO VIA PROYECTADA PUENTE COLGANTE 2 Km + 200 mts A GACHETA 1er. TUNEL A SAN PEDRO A UBALA 11 Km REPRESA DEL GUAVIO DISTANCIA PUETE A UBALA 13 Km + 200 Mts MURO N° 1 A UBALA LUZ LIBRE LECHO RIO MURO N° 2 ROCA SOLIDA A INSP. P. 16.00 BLANCAS 2.5 2.6 3.3 A A CORTE A-A MUROS N° 1 y 2 PLANTA MURO DE REFUERZO Y ALETAS A MEDIA H. GAVION N°2 GAVION N°1 G. N°3 G. N°5 G. N°4 14 Ø5/8" C .30 W + 14 Ø5/8" C .30 L= 2.75 L= 6.00 L= 6.00 14 Ø1/2" C .30 U + 14 Ø1/2" C .30 L= 2.75 62 Ø3/8" C .40 T L= 6.00 L= 5.60 11 Ø5/8" C .30 X 11 Ø1/2" C .30 V L= 5.60 11 Ø5/8" T + 11 1/2" V 10 15 15 .70 .15 4.50 .25 .25 14 Ø5/8" W + 14 1/2" U 2.25 L= 5.60 L= 2.75 .70 L= 6.00 14 Ø5/8" W + 14 1/2" U 5.15 62 Ø3/8" 6.00 T ESCALA: 1:50 A A 5 5 5 5 5 5 0.60 5 2.00 3.00 5 5 MURO N°1 VISTA FRONTAL 3.50 1.50 5.00 3.00 1.40 .18 3.50 4.00 GAVIONES CORTE A-A 34 Ø5/8" C .25 L= 6.00 .30 .30 5.40 0.50 4.00 0.70 0.30 5.50 1.50 0.35 5.00 0.30 0.40 1.58 DOBLE P. 36 Ø1/2" C .35 L= 6.00 CORTE EN OBRA ESCALA: 1:100 ESCALA: 1:100 VIGA ROCA ROCA ANCLAJE MURO MURO N°2 VIGA RELLENO COMP. LECHO RIO M.R. PROTECCION PARA EVITAR SOCAVACION OBRA C/D .50 cm EN 2 DIRECC. REFUERZO DE Ø1/2" CORTES EN 1.0 2.00 3.00 2.5 0.20 .40 LECHO RIO ROCA ROCA GAVIONES ROCA ROCA 26 Ø1/2" C .40 DOBLE P. ZARPA DE CONTENCION CONC. 3.000 PSI PLANTA GENERAL ROCA RECALCE CONCRETO 3.000 PSI 5.00 1.0 4.30 4.30 10 2.0 5.00 2.5 4.50 GAVIONES VISTA FRONTAL MURO DER. MURO IZQ. N°1 N°2 RELLENO COMPACTADO PROTECCION CONCRETO ARMADO 3.000 PSI EXCAVACION EN SITIO PROFUNDIDAD SEGUN SOCAVACION PROTECCION A CORTE PROYECTADO h= 7.00 m. 16.00 LUZ MUNICIPIO UBALA CUNDINAMARCA PROYECTO: DISEÑO: P U E N T E INFRAESTRUCTURA BASES, ESTRIBOS ALETAS, ESTRUCTURA Y SUPERESTRUCTURA CONTIENE Cortes Diseño Muros Localizacion Gral. Sobre rio Chivor UBICACION: via La Presa Peñas Blancas Km. 13,200 del casco urbano ESCALA: INDICADAS NECA DIBUJO: FECHA Marzo 14 de 2.001 SECRETARIA DE REVISION: OBRAS V.B. PLANO 2 1 DE LOCALIZACION GENERAL ELEVACION ESTRUCTURA SUPERESTR. BORDILLO 2.00 2.00 2.00 .25 0.18 16.00 1.40 1.58 Elevacion MUNICIPIO UBALA CUNDINAMARCA PROYECTO: DISEÑO: P U E N T E INFRAESTRUCTURA BASES, ESTRIBOS ALETAS, ESTRUCTURA Y SUPERESTRUCTURA CONTIENE Seccion Transversal Vigas Principales Planta Sobre rio Chivor UBICACION: via La Presa Peñas Blancas Km. 13,200 del casco urbano ESCALA: INDICADAS NECA DIBUJO: FECHA Marzo 14 de 2.001 SECRETARIA DE REVISION: OBRAS V.B. PLANO 2 2 DE 22 Ø5/8" c/d .35 Cara Sup. TA 22 Ø5/8" c/d .35 Cara Inf. TB TB 22 Ø5/8" c/d .35 Cara Inferior TA 22 Ø5/8" c/d .35 Cara Superior 16.60 16.00 TD 7 Ø1/2" a .25 .51 .25 1.92 .28 .25 .51 .28 Cara Sup. T.D 3 Ø1/2" a .25 Cara Sup. T.D 3 Ø1/2" a .25 Cara Sup. T.E 4Ø 5/8" a .25 Cara Inf. Cara Inf. T.E 7 Ø5/8" a .25 T.E 4 Ø5/8" a .25 Cara Inf. 17.5 17.5 17.5 17.5 21 Ø5/8" c/d .35 Cara Sup. T.C 21 Ø5/8" c/d .35 Cara Sup. T.C PLANTA ESCALA: 1:100 COLOCACION ACERO DE REFUERZO EN LA PLACA TIPO E Ø5/8" a .25 TIPO C Ø5/8" a .35 1 TIPO C Ø5/8" a .35 2 TIPO D Ø1/2" a .35 3 TIPO P Ø3/8" TIPO C Ø5/8" a .35 1 TUBOS DRENAJE Ø 1/2" c/d 4 MTS en ambos lados 2 TIPO D Ø5/8" a .25 BARANDA TUBULAR Ø2" 42 Ø1/2" 2 Ø5/8" 2 Ø1" 2 Ø7/8" 6 Ø1" 2 Ø1" 1.40 4.00 2.20 .90 .28 1.92 .76 .76 .90 .28 .18 .80 .60 TIPO C Ø5/8" L= 4.50 1 2 TIPO C Ø5/8" L= 3.40 1.00 .20 .90 .90 .20 .20 .20 ESCALA: 1:20 SECCION TRANSVERSAL 2 Ø 1" 2 Ø 1" 2 Ø 1" 2 Ø 5/8" 2 Ø 5/8" .25 16.00 .25 .30 .40 .40 .30 A A B B C C TIPO F 2 Ø 1" TIPO F 4 Ø 1" .18 1.40 1.58 TIPO G 2 Ø5/8" TIPO G 2 Ø5/8" TIPO F 2 Ø 1" TIPO I 2 Ø 1" TIPO F 4 Ø 1" TIPO J 2 Ø 1" TIPO H 2 Ø 7/8" TIPO G 2 Ø5/8" TIPO K 2 Ø 5/8" .80 1.40 1.58 VIGAS PRINCIPALES h= 1.40 x b .28 6 Ø1" L= 17.50 SECCION C-C SECCION B-B SECCION A-A COLOCACION Y DIAMETROS DE ACERO TIPO Q 3 Ø3/4" TIPO Q 2 Ø3/4" 5 VIGAS SOBRE ESTRIBOS 14 E TIPO M Ø1/2" a .25 SON 2 TIPO Q 2 Ø3/4" VIGAS EN LOS TERCIOS TIPO S 2 Ø3/4" 7 TIPO N Ø1/2" a .25 TIPO Q 3 Ø3/4" DE LA LUZ TIPO S 2 Ø3/4" .21 .21 150 150 TIPO L Ø1/2" L= 3.60 Cant. = 96 ESTRIBOS O FLEJES EN VIGAS PRINCIPALES .7 .7 TIPO M Ø1/2" L= 3.48 Cant. = 28 152 13 152 13 13 150 150 13 TIPO N Ø1/2" L= 3.40 Cant. = 14 14 .7 .7 .7 37 19 39 EN VIGAS SOBRE ESTRIBOS EN VIGAS EN LOS TERCIOS DE LA LUZ EN LOS BORDILLO .30 3.90 .30 TIPO Q Ø3/4" L.C.= 4.50 TIPO S Ø3/4" L.C.= 2.98 2.38 .30 .30 CANTIDADES DE OBRA DESCRIPCION UNID. Concreto con Fe = 176 Kg/cm Refuerzo de Alto R. 2 60.000 psi Ø 1" Ø 7/8" Ø 3/4" Ø 5/8" Ø 1/2" TOTAL Kg Kg Kg Kg Kg Kg M 3 30.5 CANT. Concreto para guarda rueda (Bordillos) TUBULAR Pasamanos Baranda 33.40 ML 30.5 3 M Desagues: c/d 4 mts ML 1.50 l= .25 cm Ø 1/2" Galvanizado 2 D E S P I E C E EN TIPO FIGURACION CANT. Ø LONG. PESO 3.90 .30 .30 C 1 44 5/8" 4.50 307 Kg C 2 4.70 5/8" 42 306 Kg 3.90 .30 .30 1.00 .20 .20 .90 .90 .30 .30 44 5/8" 4.50 307 Kg C 1 D .20 16.60 .20 13 1/2" 17.00 221 Kg E 15 5/8" 17.10 257 Kg .25 16.60 .25 O 120 3/8" 1.25 84 Kg .7 37 19 39 14 G 16.60 .25 .25 4 5/8" 17.10 106 Kg P 16.60 .10 .10 4 3/8" 16.80 38 Kg F 16.60 .40 .40 12 1" 17.40 835 Kg H 4 1" 12.50 200 Kg 1.85 .40 .40 1.85 8.00 J .40 1.90 13.00 1.90 .40 4 1" 17.60 282 Kg I 4 7/8" 14.90 179 Kg .35 1.85 13.00 1.85 .35 K 16.60 .25 .25 8 5/8" 17.10 212 Kg .30 .30 3.90 Q 20 3/4" 4.50 203 Kg S 2.38 .30 .30 8 3/4" 2.98 54 Kg L 96 1/2" 3.60 346 Kg M 28 1/2" 3.48 97 Kg N 14 1/2" 3.40 48 Kg 150 150 21 21 13 152 152 13 150 13 150 13 .7 D E S P I E C E EN TIPO FIGURACION CANT. Ø LONG. PESO T 126 3/8" 6.00 423 Kg 6.00 W 14 5/8" 6.00 130 Kg 5.10 .20 .70 U 5.15 .70 .15 14 1/2" 6.00 84 Kg V 4.50 .70 .20 11 5/8" 5.60 95 Kg .20 en 77 1/2" 6.00 462 Kg obra W 14 5/8" 2.75 60 Kg .25 .25 X .15 4.10 .70 .15 11 1/2" 5.50 61 Kg 2.25 .15 4.40 .15 18 1/2" 4.70 85 Kg 4.40 .15 .15 14 5/8" 4.70 102 Kg .15 .70 .15 2.50 66 5/8" 3.50 358 Kg TOTAL 5.942 Kg Colocacion y diametros de acero Despiece Detalle Vigas Detalle Estribos .7 .7

Language	Spanish
Drawing Type	Detail
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, beams, bridge, cutting, Design, DETAIL, details, DWG, retaining, walls